李超月, 王清, 刘守伟, 彭炜, 于庆博, 付会成, 徐新川. 2018: 吉林西部盐渍土孔隙特征的试验研究. 工程地质学报, 26(s1): 518-524. DOI: 10.13544/j.cnki.jeg.2018036
    引用本文: 李超月, 王清, 刘守伟, 彭炜, 于庆博, 付会成, 徐新川. 2018: 吉林西部盐渍土孔隙特征的试验研究. 工程地质学报, 26(s1): 518-524. DOI: 10.13544/j.cnki.jeg.2018036
    LI Chaoyue, WANG Qing, LIU Shouwei, PENG Wei, YU Qingbo, FU Huicheng, XU Xinchuan. 2018: EXPERIMENTAL STUDY ON PORE CHARACTERISTICS OF SALINE SOIL IN WESTERN JILIN PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 518-524. DOI: 10.13544/j.cnki.jeg.2018036
    Citation: LI Chaoyue, WANG Qing, LIU Shouwei, PENG Wei, YU Qingbo, FU Huicheng, XU Xinchuan. 2018: EXPERIMENTAL STUDY ON PORE CHARACTERISTICS OF SALINE SOIL IN WESTERN JILIN PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 26(s1): 518-524. DOI: 10.13544/j.cnki.jeg.2018036

    吉林西部盐渍土孔隙特征的试验研究

    EXPERIMENTAL STUDY ON PORE CHARACTERISTICS OF SALINE SOIL IN WESTERN JILIN PROVINCE

    • 摘要: 土的微观结构是决定其工程性质的内在因素,尤其是土的孔隙特征,是反映土的状态及强度的重要指标。为了进一步了解吉林西部盐渍土的工程地质特性,本文利用压汞法对农安地区不同深度盐渍土的孔隙特征及影响因素进行了研究。研究结果表明:该地区土的孔隙率随深度的增加而增大,不同深度孔隙的分布情况有所不同。结合分形理论可知,该地区土中孔隙的分布具有分形特征,孔隙的分形维数D随深度的增加呈增大趋势。将研究区各深度盐渍土的孔隙分为3个等级:大孔隙(d30m),中孔隙(7m d 30m)和小孔隙(d7m)。土的各种理化性质相互影响,共同决定其孔隙特征,从而影响其工程地质性质。研究结果可为探究吉林西部盐渍土的强度机理提供依据。

       

      Abstract: The microstructure of soil is the internal factor determining its engineering properties, especially the pore characteristics of soil. It is an important index reflecting the state and strength of soil. In order to further understand the engineering geological characteristics of the saline soil in Western Jilin Province, the pore characteristics and influencing factors of different depth saline soil in Nong'an area are studied by using the mercury intrusion method. The results show that:The porosity of the soil increases with the increase of depth, and the distribution of pores at different depths is different. According to the fractal theory, the distribution of pores has fractal characteristics, and the fractal dimension D of pores increases with the increase of depth. The pores of saline soil in the study area were divided into three grades:macropores(d30m),mesopores(7m d 30m), and small pores(d7m). The physicochemical properties of soil affect each other and decide their pore characteristics together, thus affecting their engineering geological properties. The results can provide a basis for exploring the strength mechanism of saline soil in Western Jilin Province.

       

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